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| 1 | B-44/1.6 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 2 | B-54/3.1.6 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 3 | B-59/4.1 Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 4 | B-62/4.13.3 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete upto floor five level.TMT Bars |
| 5 | B-61/4.9 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 6 | B-139/12.3.2 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. |
| 7 | P & F on wall face unplasticised rigid PVC rain water pipefitting confirming to (IS :13592 mark) class II/ (4 Kg./cm2) of approved quality/make including jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expansion(i)single socketed pipes 110 mm dia meter.: (s-257/3.44.2) |
| 8 | P & F on wall face unplasticised rigid PVC rain water pipefitting confirming to (IS :13592 mark) class II/ (4 Kg./cm2) of approved quality/make including jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expansion(i)single socketed pipes 110 mm dia meter.: Bend 87.5 :110 mm dia(s-258/3.45.4) |
| 9 | B-65/5.1.2 Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 10 | B-128/11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate. |
| 11 | B-98/9.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: |
| 12 | B-146/12.46.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on New Work |
| 13 | B-54/3.1.2 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost ofcentering and shuttering - All work up to plinth level. .M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 14 | B- 135 /Providing and laying of paver block as per IS 15658 : 2006(Indian standard for precast concrete block for pavingspecification)and IRC : SP:63-2004 (guidelines for the use ofinterlocking concrete block pavement)M-30, 60 mm thick to be used in non traffic areas like buildingpremises, monument premises, land scapes, public gardens/park, domestic drives, paths and patios, Embankment slopes,sand stabilization Area etc.( As per table 1 of IS 15658:2006Category „B‟ Denated only two side like I,Z,T shape etc. asper IRC SP 63:2004B-135/11.38.1 Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for pavingspecification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) 11.38.1 M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes,sand stabilization Area etc.( As per table 1 of IS 15658:2006 (B) Category „B‟ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 |
| 15 | B-3/293 & B-37/4.2 Stone aggregate (Single size) : 40 mm nominal Size R-1 1.1(13) Add extra for lead of 125 km(990+240+105*7=1965.000 |
| 16 | G-53 / (2) Carrige of earth with total lead of 3 Km |
| 17 | B-48/1.28 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil |
| 18 | R-4.1 (A)(1) (iii) Construction of granular sub-base by providing well graded material,spreading in uniform layers with Tractor Mount Grader on prepared surface,mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401 For graded III Material BY MIX IN PLACE METHOD |
| 19 | R-6.1 Construction of un-reinforced , plain cement concrete pavementM30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per |
| 20 | R-4.1 (A)(1) (iii) Construction of granular sub-base by providing well graded material,spreading in uniform layers with Tractor Mount Grader on prepared surface,mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401 For graded III Material BY MIX IN PLACE METHOD |
| 21 | R-6.1 Construction of un-reinforced , plain cement concrete pavementM30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per |
| 22 | Supply & fixing of M-20 grade precast cement concrete Kerb or Dand up to 60 cm length over 20mm thick base of cementmortar 1:6 including jointing earth work,pointing & jointing with cement mortar 1:4 of size (20 x 25)/2 x 30 cm R-69/16.35.5 |
| 23 | Labour charge for spreading of 20-63 mm nominal size Hand / Crusher broken stone agregate in unifor layer of 100 mm thicknessin yardof any substation (charged / uncharged) GSS by manual / mechanical means, as permitted by the Engineer In Charge with due care as per safety norms of substation complete in all respect with all lead & lift.( Item Rate approved by CE civil ) |
| 24 | Labour charge for collection of existing spreaded 20-63mm nominal size Hand/Crusher broken stone aggregate of any thickness from substation yard by manual/mechanical means, as permitted by the Engineer in charge,with due care,as per safety norms of substation.This aggregate should be screened and stacked properly.Then this screenedaggregate shall be laid in 100mm thick layer in yard as directed, with due care with all lead, lift.(Payment shall be done as per stack measurement,after deduction of voids,as per norms)( Item Rate approved by CE civil ) |
| 25 | Providing and fixing 30mm thick ferrow cast RCCcable trenche cover upto a span of 1200mm c.c.grade M-25 with all left and lift complete havingouter frame of M.S. flate 30x3mm andreinforcement consisting of 6mm dia MS round barsboth way at the specing of 10cm C/C weleded withouter frame and two layers of G.I. wire 12mmhexagonl shape of 24gauge including concreteadditional admixture like plasticiser both impervingcompound etc. manufacturing with vibro pressingsystem 20% covers have lifting hooks as per designand exposed surface of M.S flates/hooks shall bepainted with two coats of superior quality corrosionresistance paint, cover shall be adiquate to take amiminum live load of 2000 Kg. per sqm/minimumultimate load of 3000 Kg. per sqm.( Item Rate approved by CE civil ) Please Enable Macros to View BoQ information |
